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transport. The samples were analyzed for nitrate by FGL Environmental of Stockton. <br />The results of the rainwater sampling are as follows: <br />Table 3. Rainwater Nitrate Concentration <br />Date <br />Nitrate (mg/L-N) <br />5/17/2019 <br />0.4 <br />5/19/2019 <br />0.2 <br />3/16/20 <br />0.2 <br />5/18/20 <br />0.4 <br />1/27/21, 10:00 <br />0 (Non -detect) <br />1/27/21, 19:30 <br />0 (Non -detect) <br />1/29/21 <br />0.2 <br />2/11/21 <br />0 (Non -detect) <br />2/12/21 <br />0.1 <br />10/25/21 <br />0 (Non -detect) <br />Average <br />0.15 <br />Live Oak then averaged the concentrations of the ten samples, for a value of 0.15 mg/L- <br />N to represent the nitrate concentration of rain. <br />Because the San Joaquin County Environmental Health Department has requested that <br />local and recent data be utilized wherever possible, the concentration of the Lodi <br />rainwater been selected for use in the nitrate loading calculation. <br />Quantity and Quality of Domestic Wastewater <br />There are no immediate plans to develop the Site. A four-bedroom main home and a <br />three-bedroom modular home are located on Parcel 3; the other parcels are <br />undeveloped. Based on the assumption of the nitrate loading method that only septic <br />systems should be considered for the calculation, the wastewater flow from the existing <br />use of Parcels 1, 2, and 4 of the Site will be zero. For the purpose of the nitrate loading <br />analysis, however, a five -bedroom primary residence and a three-bedroom second unit <br />dwelling are considered for each vacant parcel. These are considered so that, should <br />the future owners at some point decide to build on the land, nitrate loading will have <br />been addressed. <br />LOGE 2153 Page 11 <br />